of the pipes are listed as follows: Pipe A Length (m) Friction Coefficient, f Diameter (cm) 30 0.020 0.018 1 300 10 240 15 3 600 20 0.017 30 The upstream junction (near A) has an elevation of 90m with a pressure of 205 KPa; the downstream junction is at elevation 30 m. If the average velocity in Pipe A is 3.0 m/s, find the pressure at the downstream junctions and rate of flow in each pipe. Also, draw the pipe system.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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1. Water flows through Pipe A and into parallel pipes 1,2 and 3, and out through Pipe B. The properties
of the pipes are listed as follows:
Pipe
Length (m)
Diameter (cm)
30
Friction Coefficient, f
A
1
300
10
0.020
240
600
2
15
0.018
3
20
0.017
В
30
The upstream junction (near A) has an elevation of 90m with a pressure of 205 KPa; the downstream
junction is at elevation 30 m. If the average velocity in Pipe A is 3.0 m/s, find the pressure at the
downstream junctions and rate of flow in each pipe. Also, draw the pipe system.
Transcribed Image Text:1. Water flows through Pipe A and into parallel pipes 1,2 and 3, and out through Pipe B. The properties of the pipes are listed as follows: Pipe Length (m) Diameter (cm) 30 Friction Coefficient, f A 1 300 10 0.020 240 600 2 15 0.018 3 20 0.017 В 30 The upstream junction (near A) has an elevation of 90m with a pressure of 205 KPa; the downstream junction is at elevation 30 m. If the average velocity in Pipe A is 3.0 m/s, find the pressure at the downstream junctions and rate of flow in each pipe. Also, draw the pipe system.
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